Civil Work

Name Of Work :- Constructing of Deep Causeway on Dhadhar River at Suravada Village (V.R.N.P.) Ta. :-Karjan Dist. :- Vadodara

Under BAUJO(2025-26)

Taluka :Karjan District : Vadodara

1 Constructing of Deep Causeway on Dhadhar River at Suravada Village (V.R.N.P.) Ta. :-Karjan Dist. :- Vadodara

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.02 Ha 28455.09

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By mechanical means in area of

2 Providing, laying and Spreading Granular sub-base (Grade l) by providing close 45.00 Cum 1442.28

graded MCBT material in single layer with motor grader on prepared surface

,mixing by mix in place method with rotovator at OMC and compacted with

vibratory roller 80 to 110 KN static weight to achieve desier density etc completed.

3 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 22.00 Cum 2051.31

22.4 mm in required layers including using 24% stone screening 11.2 mm size and

8% stone dust as filler including spreading watering & consolidation by vibratory

roller etc. as per MoRTH Specification compelete as directed by Engineer - in -

4 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 182.00 Cum 130.94

putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge and cutting and toe of spoil bank.

5 Earthwork for embankment including breaking clods, dressing with all lead and 6.53 Cum 162.58

lift and including watering rolling and consolidation of subgrade in layers at

6 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix C.C 43.00 Cum 5057.07

Road laid as directed including temping, vibrating, finishing, curing and filling in

joints with bitumen etc as per Engineer Incharge.

7 Providing and fixing guard stone as per I.R.C. type design including white 368.00 Nos. 350.81

washing etc. complete.(ii) Fixing in C.C. 1:5:10

8 Citizen's information Board Providing and fixing of typical information board as 1.00 Nos. 22997.70

per instruction.Two MS plates of 1.6 mm thick,of 900 mm x 750 mm size fixed at

top and bottom duly welded with MS angles of 25 x25 x 5 mm thick M.S. plate

shall be welded by welded bt two vertical M.S.flats & four horizontal M.S. flates

mm thick to 75 mm x 75 mm of 12 SWG square tubes posts duly embedded in

cement conctrete M-15 grade block of 600 mm x 600 mm x 75 mm,below ground

level.Painting New letters & figure of any shade with ready mixed synthetic

enample paint of superior quality in required shade and colour,All sections of

framed posts and steel tube will be painted with primer and two coars of epoxy

paints as per drawings clause 1701 and Annexure 17001 (10.16)

9 Road marking with hot applied thermoplastic paints withreflectorising glass beads 22.50 Sq.mt 367.72

on bitumin surface providing and laying ahot applied thermoplastic compound

mm thick includingreflectorising glass beads @ 250gms per sqm area, thickness

of2.5mm is excluding of surface applied glass beds as per IRC:35-2015.The

finished surface to be level, uniform and free from streaks andholes. zebra patta

/bump patta lane/center line/ edge line/cut patta.The white color marking should

provide liminance coefficinet oncemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall bemin 100 mcd/m2/lux during the service life during the day

time. Themarking should meet the performance criteria for night timereflectivity,

wet reflectivity and skid resistance as mentioned in thesection-15 of IRC 35-2015.

Warranty for the Retro reflectivity shouldbe two years.

02. Sch B_Baujo_ Survada Village Cuaseway on dhadhar river Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

10 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 6.00 Nos. 3808.66

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-

67-1977. Pre treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with

retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand

postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x

6mm as required; painted with bestquality epoxy coatings in black andwhite

bends. The details of symbol foreach board shall be as per theinstruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)

11 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 9.00 Nos. 217.40

polycarbonate and ABS moulded body and reflective panels with Micro prismatic

lens (No Glass bead lens) capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kgs. tested in accordance

to ASTM D 4280 Type H and complying to Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97 - DO III Dt 11.06. 1997. The height,

width and length shall not exceed 20 mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/-

degree. The body of the marker should having finger grip for easy and accurate

placement and application with epoxy / bituminous Adhesive as recommended by

the manufacturer of the marker. The colour of the marker should be as per the IRC

35-2015 and as directed by Engineer-in-charge.

12 Supply & fixing logo board of Budget Ucchak Jogvai diamond size (600mm x 1.00 No. 4139.99

600mm) 16 Gauge & board plate size (900mm x 250mm) 16 Gauge thick M.S

plate and 2.40 mt. deep length single angle 75 x 75 x 6 mm size including fitting

and painting lettering with luminous color as per drawing etc.

13 Providing and filling in foundation with ordinary Cement concrete M-100 mix and 22.00 Cum 3306.84

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

14 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 225.00 Rmt 6621.26

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (iv) 1200 mm dia.

15 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 932.00 Kg 77.29

binding and placing in position complete upto floor two level

16 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium 1.00 Nos. 3856.90

sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with one coat of epoxyprimer and

two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from

suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with

best qualityepoxy coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing tec. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...

17 Providing & Fixing " FLOOD GUAGE POST" on Causeway /dip having (Channel 2.00 Nos. 1987.68

size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e. Painting & lettering with

ordinary paint colour as per instruction of engineer in charge.

18 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 2820.38 Cum 498.94

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum

02. Sch B_Baujo_ Survada Village Cuaseway on dhadhar river Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

19 Providing and filling in foundation with ordinary Cement concrete mix and 517.10 Cum 3677.41

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

20 Providing & casting in situ oridinary cement concrete M-200 Mix and providing 1817.97 Cum 4255.13

necessary pin headers including shuttering, scaffolding, laying, vibrating and

finishing concrete without v-grooves. (A) 0 to 5 mt

21 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) of 6.22 M.T 73858.70

grade Fe-500D for following items including cutting, bending, hooking, tying etc.

complete as per detailed drawings and specifications for various structural

22 Providing and casting in situ controlled cement concrete M-250 for average 75 44.51 Cum 5230.79

mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing,

curing and fillingin joints with bitumen complete

23 Providing and filling sand behind abutments and between returns in layers as 1208.56 Cum 456.56

24 Providing and fixing Number plate of Marble plate stone of required size set in 1.00 No. 306.15

C.M. 1:4 including finishing and engeaving letters etc. completes.

25 Providing and laying rubble for appron (each stone weighting not less than 40Kg.) 328.68 Cum 1067.08

including and packing and filing in the interestices with quarry-spalls.

Rupees One Crore Forty Eight Lakh(s) Twenty Four Thousand One Hundred Ninety One And Paise

Thirty Four only

(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as

(Please strike out which ever is not applicable.)

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge

for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as

per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate mentioned in all the tender.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found order.

Sr.Divisional Account Officer Dy.Executive Engineer

Panchayat (R & B) Division Panchyat (R & B) Sub Division

Vadodara karjan

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

02. Sch B_Baujo_ Survada Village Cuaseway on dhadhar river Page

Name Of Work :- Constructing of Deep Causeway on Dhadhar River at Suravada Village (V.R.N.P.) Ta. :-

Karjan Dist. :- Vadodara Under BAUJO(2025-26)

Taluka :Karjan District : Vadodara

INDEX OF SPECIFICATION

Applicable Separate Road

Tender Specification booklet attached

Discription of item as per schedule "B" of the tender.

Item No reference

Item No. Pg No.

1 Clearing and grubbing road land including uprooting rank vegetation grass Attached Separetely

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier

and disposal of unserviceable materials (C) By mechanical means in area of light jungle

2 Providing, laying and Spreading Granular sub-base (Grade l) by providing close graded Attached Separetely

MCBT material in single layer with motor grader on prepared surface ,mixing by mix in

place method with rotovator at OMC and compacted with vibratory roller 80 to 110 KN

static weight to achieve desier density etc completed.

3 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 22.4 mm Attached Separetely

in required layers including using 24% stone screening 11.2 mm size and 8% stone dust

as filler including spreading watering & consolidation by vibratory roller etc. as per

MoRTH Specification compelete as directed by Engineer - in -Charge.

4 Earthwork in cutting in all sorts of soil and soft murrum including conveying and putting Attached Separetely

the stuff in spoil bank maintaining minimum distance of five meter between top edge and

cutting and toe of spoil bank.

5 Earthwork for embankment including breaking clods, dressing with all lead and lift and Attached Separetely

including watering rolling and consolidation of subgrade in layers at O.M.C. to required

dry density including filling the depression which occur during the process using power

roller 8T to 10T.(C) From Borrow area within 1.0KM. lead

6 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix C.C Road Attached Separetely

laid as directed including temping, vibrating, finishing, curing and filling in joints with

bitumen etc as per Engineer Incharge.

7 Providing and fixing guard stone as per I.R.C. type design including white washing etc. Attached Separetely

complete.(ii) Fixing in C.C. 1:5:10

8 Citizen's information Board Providing and fixing of typical information board as per Attached Separetely

instruction.Two MS plates of 1.6 mm thick,of 900 mm x 750 mm size fixed at top and

bottom duly welded with MS angles of 25 x25 x 5 mm thick M.S. plate shall be welded

by welded bt two vertical M.S.flats & four horizontal M.S. flates 5 mm thick to 75 mm x

75 mm of 12 SWG square tubes posts duly embedded in cement conctrete M-15 grade

block of 600 mm x 600 mm x 75 mm,below ground level.Painting New letters & figure

of any shade with ready mixed synthetic enample paint of superior quality in required

shade and colour,All sections of framed posts and steel tube will be painted with primer

and two coars of epoxy paints as per drawings clause 1701 and Annexure 17001 (10.16)

9 Road marking with hot applied thermoplastic paints withreflectorising glass beads on Attached Separetely

bitumin surface providing and laying ahot applied thermoplastic compound 2.5 mm thick

includingreflectorising glass beads @ 250gms per sqm area, thickness of2.5mm is

excluding of surface applied glass beds as per IRC:35-2015.The finished surface to be

level, uniform and free from streaks andholes. zebra patta /bump patta lane/center line/

edge line/cut patta.The white color marking should provide liminance coefficinet

oncemend road shalll be min 130 mcd/m2/lux and Asphalt road shall bemin

mcd/m2/lux during the service life during the day time. Themarking should meet the

performance criteria for night timereflectivity, wet reflectivity and skid resistance as

mentioned in thesection-15 of IRC 35-2015. Warranty for the Retro reflectivity shouldbe

Applicable Separate Road

Tender Specification booklet attached

Discription of item as per schedule "B" of the tender.

Item No reference

Item No. Pg No.

10 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm Attached Separetely

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-

1977. Pre treated with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro

refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required;

painted with bestquality epoxy coatings in black andwhite bends. The details of symbol

foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge.(A) Engineer Grade(VR)

11 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of Attached Separetely

polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens

(No Glass bead lens) capable of providing total internal reflection of the light entering

the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D

4280 Type H and complying to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 - DO III Dt 11.06. 1997. The height, width and length shall not

exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on

each side and the slope to the base shall be 35 +/- 5 degree. The body of the marker

should having finger grip for easy and accurate placement and application with epoxy /

bituminous Adhesive as recommended by the manufacturer of the marker. The colour of

the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

12 Supply & fixing logo board of Budget Ucchak Jogvai diamond size (600mm x 600mm) Attached Separetely

16 Gauge & board plate size (900mm x 250mm) 16 Gauge thick M.S plate and 2.40 mt.

deep length single angle 75 x 75 x 6 mm size including fitting and painting lettering with

luminous color as per drawing etc.

13 Providing and filling in foundation with ordinary Cement concrete M-100 mix and Attached Separetely

providing necessary vertical pin headers including formwork, vibrating, ramming and

curing complete.

14 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for Attached Separetely

culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level

of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. (iv) 1200 mm dia.

15 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, binding Attached Separetely

and placing in position complete upto floor two level

16 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; Attached Separetely

size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting

process & acid teching; coated with one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of

35 x 35 x 3mm75x75x6mm as required; painted with best qualityepoxy coatings in black

and whitebends. the details of symbol for eachboard shall details of symbol for

eachboard shall be as per the instruction ofengineer in charge. The fixing at site shall be

in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation curing tec.

complete under the supervision of engineer in charge.(A) Engineer Grade(VR)...

17 Providing & Fixing " FLOOD GUAGE POST" on Causeway /dip having (Channel size Attached Separetely

100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e. Painting & lettering with ordinary paint

colour as per instruction of engineer in charge.

18 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including Attached Separetely

shoring, strutting dewatering as necessary and disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum

19 Providing and filling in foundation with ordinary Cement concrete mix and Attached Separetely

providing necessary vertical pin headers including formwork, vibrating, ramming and

curing complete.

Applicable Separate Road

Tender Specification booklet attached

Discription of item as per schedule "B" of the tender.

Item No reference

Item No. Pg No.

20 Providing & casting in situ oridinary cement concrete M-200 Mix and providing Attached Separetely

necessary pin headers including shuttering, scaffolding, laying, vibrating and finishing

concrete without v-grooves. (A) 0 to 5 mt

21 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) of grade Fe- Attached Separetely

500D for following items including cutting, bending, hooking, tying etc. complete as per

detailed drawings and specifications for various structural components.

22 Providing and casting in situ controlled cement concrete M-250 for average 75 mm thick Attached Separetely

wearing coat laid as directed dincluding tamping, vibrating, finishing, curing and fillingin

joints with bitumen complete

23 Providing and filling sand behind abutments and between returns in layers as directed. Attached Separetely

24 Providing and fixing Number plate of Marble plate stone of required size set in C.M. 1:4 Attached Separetely

including finishing and engeaving letters etc. completes.

25 Providing and laying rubble for appron (each stone weighting not less than 40Kg.) Attached Separetely

including and packing and filing in the interestices with quarry-spalls.

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R & B) Division

karjan Vadodara

Constructing of Deep Causeway on

Dhadhar River at Suravada Village

Total Qty & Amount

Sr (V.R.N.P.) Ta. :-Karjan Dist. :-

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.02 28455.09 569.10 0.02 569.10 28455.09

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable materials (C) By mechanical means in

area of light jungle

2 Providing, laying and Spreading Granular sub-base (Grade l) by providing Cum 45.00 1442.28 64902.60 45.00 64902.60 1442.28

close graded MCBT material in single layer with motor grader on prepared

surface ,mixing by mix in place method with rotovator at OMC and compacted

with vibratory roller 80 to 110 KN static weight to achieve desier density etc

3 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 22.00 2051.31 45128.82 22.00 45128.82 2051.31

22.4 mm in required layers including using 24% stone screening 11.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in -Charge.

4 Earthwork in cutting in all sorts of soil and soft murrum including conveying 182.00 130.94 23831.08 182.00 23831.08 130.94

and putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge and cutting and toe of spoil bank.

5 Earthwork for embankment including breaking clods, dressing with all lead and 6.53 162.58 1061.65 6.53 1061.65 162.58

lift and including watering rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the depression which occur

during the process using power roller 8T to 10T.(C) From Borrow area within

6 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix Cum 43.00 5057.07 217454.01 43.00 217454.01 5057.07

C.C Road laid as directed including temping, vibrating, finishing, curing and

filling in joints with bitumen etc as per Engineer Incharge.

Constructing of Deep Causeway on

Dhadhar River at Suravada Village

Total Qty & Amount

Sr (V.R.N.P.) Ta. :-Karjan Dist. :-

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

7 Providing and fixing guard stone as per I.R.C. type design including white 368.00 350.81 129098.08 368.00 129098.08 350.81

washing etc. complete.(ii) Fixing in C.C. 1:5:10

8 Citizen's information Board Providing and fixing of typical information board 1.00 22997.70 22997.70 1.00 22997.70 22997.70

as per instruction.Two MS plates of 1.6 mm thick,of 900 mm x 750 mm size

fixed at top and bottom duly welded with MS angles of 25 x25 x 5 mm thick

M.S. plate shall be welded by welded bt two vertical M.S.flats & four

horizontal M.S. flates 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes

posts duly embedded in cement conctrete M-15 grade block of 600 mm x

mm x 75 mm,below ground level.Painting New letters & figure of any shade

with ready mixed synthetic enample paint of superior quality in required shade

and colour,All sections of framed posts and steel tube will be painted with

primer and two coars of epoxy paints as per drawings clause 1701 and

Annexure 17001 (10.16)

9 Road marking with hot applied thermoplastic paints withreflectorising glass 22.50 367.72 8273.70 22.50 8273.70 367.72

beads on bitumin surface providing and laying ahot applied thermoplastic

compound 2.5 mm thick includingreflectorising glass beads @ 250gms per sqm

area, thickness of2.5mm is excluding of surface applied glass beds as per

IRC:35-2015.The finished surface to be level, uniform and free from streaks

andholes. zebra patta /bump patta lane/center line/ edge line/cut patta.The white

color marking should provide liminance coefficinet oncemend road shalll be

min 130 mcd/m2/lux and Asphalt road shall bemin 100 mcd/m2/lux during the

service life during the day time. Themarking should meet the performance

criteria for night timereflectivity, wet reflectivity and skid resistance as

mentioned in thesection-15 of IRC 35-2015. Warranty for the Retro reflectivity

shouldbe two years.

Constructing of Deep Causeway on

Dhadhar River at Suravada Village

Total Qty & Amount

Sr (V.R.N.P.) Ta. :-Karjan Dist. :-

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

10 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 6.00 3808.66 22851.96 6.00 22851.96 3808.66

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of

IRC-67-1977. Pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy paint

;reflectorised with retro refiectivesheeting as per latest M.O.S.T.Specifications;

3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x

35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings

in black andwhite bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge.(A) Engineer

11 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 9.00 217.40 1956.60 9.00 1956.60 217.40

polycarbonate and ABS moulded body and reflective panels with Micro

prismatic lens (No Glass bead lens) capable of providing total internal

reflection of the light entering the lens face and shall support a load of

kgs. tested in accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 -

DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm,

130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/- 5 degree. The body of the marker

should having finger grip for easy and accurate placement and application with

epoxy / bituminous Adhesive as recommended by the manufacturer of the

marker. The colour of the marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

12 Supply & fixing logo board of Budget Ucchak Jogvai diamond size (600mm x No. 1.00 4139.99 4139.99 1.00 4139.99 4139.99

600mm) 16 Gauge & board plate size (900mm x 250mm) 16 Gauge thick M.S

plate and 2.40 mt. deep length single angle 75 x 75 x 6 mm size including

fitting and painting lettering with luminous color as per drawing etc.

Constructing of Deep Causeway on

Dhadhar River at Suravada Village

Total Qty & Amount

Sr (V.R.N.P.) Ta. :-Karjan Dist. :-

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

13 Providing and filling in foundation with ordinary Cement concrete M-100 mix Cum 22.00 3306.84 72750.48 22.00 72750.48 3306.84

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

14 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with Rmt 225.00 6621.26 1489783.50 225.00 1489783.50 6621.26

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (vi) 1200 mm dia.

15 Providing TMT Bar FE500D reinforcement for R.C.C. work including 932.00 77.29 72034.28 932.00 72034.28 77.29

bending, binding and placing in position complete upto floor two level

16 Informatory Signs :-Providing and fixing sing boards made out of 2mm 1.00 3856.90 3856.90 1.00 3856.90 3856.90

aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977

pre treated with phospheting process & acid teching; coated with one coat of

epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand

postand frame fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best qualityepoxy coatings in black

and whitebends. the details of symbol for eachboard shall details of symbol for

eachboard shall be as per the instruction ofengineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including

excavation curing tec. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

17 Providing & Fixing " FLOOD GUAGE POST" on Causeway /dip having 2.00 1987.68 3975.36 2.00 3975.36 1987.68

(Channel size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e. Painting & lettering

with ordinary paint colour as per instruction of engineer in charge.

18 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 2820.38 498.94 1407200.40 2820.38 1407200.40 498.94

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for

19 Providing and filling in foundation with ordinary Cement concrete mix 517.10 3677.41 1901588.71 517.10 1901588.71 3677.41

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

Constructing of Deep Causeway on

Dhadhar River at Suravada Village

Total Qty & Amount

Sr (V.R.N.P.) Ta. :-Karjan Dist. :-

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

20 Providing & casting in situ oridinary cement concrete M-200 Mix and 1817.97 4255.13 7735698.69 1817.97 7735698.69 4255.13

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating and finishing concrete without v-grooves. (A) 0 to 5 mt

21 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) 6.22 73858.70 459401.11 6.22 459401.11 73858.70

of grade Fe-500D for following items including cutting, bending, hooking,

tying etc. complete as per detailed drawings and specifications for various

structural components.

22 Providing and casting in situ controlled cement concrete M-250 for average 75 44.51 5230.79 232822.46 44.51 232822.46 5230.79

mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing,

curing and fillingin joints with bitumen complete

23 Providing and filling sand behind abutments and between returns in layers as 1208.56 456.56 551780.15 1208.56 551780.15 456.56

24 Providing and fixing Number plate of Marble plate stone of required size set in 1.00 306.15 306.15 1.00 306.15 306.15

C.M. 1:4 including finishing and engeaving letters etc. completes.

Constructing of Deep Causeway on

Dhadhar River at Suravada Village

Total Qty & Amount

Sr (V.R.N.P.) Ta. :-Karjan Dist. :-

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

25 Providing and laying rubble for appron (each stone weighting not less than 328.68 1067.08 350727.85 328.68 350727.85 1067.08

40Kg.) including and packing and filing in the interestices with quarry-spalls.

Total Estimated Amount 14824191.34 14824191.34

Amount put tender 14824191.34 14824191.34

Difference Rs. 2668358.66 2668358.66

Details Of Difference

1 % Q.C. testing charge 0.00

Credit For Dismentalling & Reuse Material 0.00

Add 20000 per km for Road Saftey audit 0.00

Add Diversion Credit 0.00

For Conte. Charge 0.00

Diff.due to rounding off & 3.92 3.92

Calculation / Airthmatic Mistake Diff. for av.rate

Total Difference Rs. 2668358.662 2668358.662

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R & B) Division

karjan Vadodara

Constructing of Deep

Causeway on Dhadhar

River at Suravada Village

(V.R.N.P.) Ta. :-Karjan

Dist. :- Vadodara

7 Providing and fixing guard stone as per I.R.C. type Nos. 350.81 368

design including white washing etc. complete.(ii) Fixing

14 Supplying and fixing reinforced concrete heavy duty non- 225.00

pressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP4 of following

internal diameter. (iv) 1200 mm dia.

Constructing of Deep

Causeway on Dhadhar

River at Suravada Village

(V.R.N.P.) Ta. :-Karjan

Dist. :- Vadodara

16 Informatory Signs :-Providing and fixing sing boards 1.00

made out of 2mm aluminium sheet; size 80 x 60cms.

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with

one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m

long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best qualityepoxy coatings in

black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall

be as per the instruction ofengineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing tec.

complete under the supervision of engineer in

Providing &Engineer Grade(VR)...

Fixing " FLOOD GUAGE POST" on 2.00

Causeway /dip having (Channel size 100 x 50 mm) i.e.

C.C. 1:2:4 in headwall, i.e. Painting & lettering with

ordinary paint colour as per instruction of engineer in

Constructing of Deep

Causeway on Dhadhar

River at Suravada Village

(V.R.N.P.) Ta. :-Karjan

Dist. :- Vadodara

18 Excavation for foundation in sand, gravel, clay soft soils 2820.38

and murrum etc. including shoring, strutting dewatering

as necessary and disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and lead upto 100m for

19 Providing and filling in foundation with ordinary Cement 517.10

concrete M 150 mix and providing necessary vertical

pin headers including formwork, vibrating, ramming and

curing complete.

20 Providing & casting in situ oridinary cement concrete M- 1817.97

200 Mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating and finishing

concrete without v-grooves. (A) 0 to 5 mt

21 Providing and placing in position I.S.I. mark steel bar

reinforcement (T.M.T.) of grade Fe-500D for following

items including cutting, bending, hooking, tying etc.

complete as per detailed drawings and specifications for

various structural components.

Constructing of Deep

Causeway on Dhadhar

River at Suravada Village

(V.R.N.P.) Ta. :-Karjan

Dist. :- Vadodara

22 Providing and casting in situ controlled cement concrete 44.51

M-250 for average 75 mm thick wearing coat laid as

directed dincluding tamping, vibrating, finishing, curing

and fillingin joints with bitumen complete

23 Providing and filling sand behind abutments and 1208.56

between returns in layers as directed.

24 Providing and fixing Number plate of Marble plate stone 1.00

of required size set in C.M. 1:4 including finishing and

25 Providing and laying rubble for appron (each stone 328.68

weighting not less than 40Kg.) including and packing

and filing in the interestices with quarry-spalls.

Name Of Work :- Constructing of Deep Causeway on Dhadhar River at Suravada Village (V.R.N.P.)

Ta. :-Karjan Dist. :- Vadodara Under BAUJO(2025-26)

Taluka :Karjan District : Vadodara

GENERAL INFORMATION

1 Amount of administrative approval with authority BAUJO Normal (2025-26)

2 Cost of work put to tender Rs.

3 Amount of Technical Sanctioned with authority Ts. For Rs - 17492550 By S.E.Panchyat ,R & B

Vadodara Circle, as per Sr. No. 589 Pg.No.107

4 Time limit provided for completion of work (Basis for 06 (Six) Months (Including Monsoon Period)

working out time limit to be given)

5 Details of materials provided in Schedule " A " NIL

8 Whether work put to tender is for whole work or as Whole Work

9 If work is splitting up, Details of splitting with Not splitted

10 In case it is to be part of remaining work, reason as NIL

11 The amount and details of items not included in No Such items

tender with reason there of and how you prepare in

executed the work with complete financial

12 In case the work is abandoned by previous agency, No

13 If, there is any variation from the sanctioned No

14 Certificate of Division A.E. / A.A.E. / D.E.E. for Attached

drafting of specification and proper preparation of

DTP. Schedule "A" including arithmetical check.

15 Weather correction slip in printed form are pasted.

16 120 ( One hundred twenty ) days

17 Whether L.A. proceeding has been completed. N/A

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R&B) Division

karjan Vadodara

Name Of Work :- Constructing of Deep Causeway on Dhadhar River at Suravada Village

(V.R.N.P.) Ta. :-Karjan Dist. :- Vadodara Under BAUJO(2025-26)

(To be accompained with submission of D.T.P.)

(1) TENDER FORM

1. Whether the all clauses are enclose as per Government :- Yes

replaced by the latest ?

2. If so, state the number-wise details instructions :- Yes

3. Whether time limit is entered, it is proportion with the :- Yes

amount and nature of work

4. Whether the correct name of work as per sanctioned :- Yes

estimate is entered ?

5. Whether the other details viz. mention deposit etc. are :- Yes

written in the tender form ?

(2) SCHEDULE - A

1. Whether Schedule gives details of the materials to be :- Yes // No

supplied by the Department ?

2. Does it mention the correct place of delivery of :- Yes // No

materials to be supplied under Schedule-A

3. Whether the rates of materials are mentioned in figures :- Yes // No

4. Whether the rates of entered in Schedule-A is correctly :- Yes // No

5. Whether quantity of materials is correctly arrived as :- Yes // No

(3) SCHEDULE - B

1. Whether the description of each item literally tally with :- Yes

the sanctioned estimate except specifying of lead, lift

2. Whether quantity of each item is as per sanctioned :- Yes

estimate, if not state the reasons with due justification

for deviation D.T.Ps.

3. Whether the rate for each item is as per sanctioned :- Yes

estimate ? if not, state the reasons with the justification

for deviation in covering letter of the D.T.P. and

incorporate the rate analysis in the D.T.P. ?

4. Whether the rates of each item in Schedule-B is :- Yes

mentioned in words in case of Item Rate Tender ?

5. Whether the unit of each item is as per sanctioned :- Yes

estimate ? If not, state the reasons with the justification

for deviation in covering letter of the D.T.P. ?

6. Whether the standard method is adopted in each items :- Yes

in writing the observed as Cum. and not C.M. etc.

7. Whether the Government remarks, if any, observed at :- Yes

the time of according sanction are fully incorporated in

the D.T.P. ? If so, submit the compliance report.

8. Whether correct name of work is entered at the top of :- Yes

9. Whether the standard form for Schedule-B is adopted ? :- Yes

10. Whether the standards words for discount or premium :- Yes

on tendered rate as I / We, am / are is mentioned at the

11. Whether the amount worked out for each item is :- Yes

correctly calculated and summed up ?

12. Whether alternative items are proposed in the D.T.Ps. ? :- No

If so, state the Item No. for proposed with reasons.

(4) DETAILED SPECIFICATIONS

1. Whether the detailed specification correctly reflect the :- Yes

2. Whether the item with specification lead and lift are :- Yes

covered in to with all lead and lifts ?

3. Whether the correct mode of payments is as mentioned :- Yes

4. Whether the correct mode of payment is as per :- Yes

5. Whether suitable use of excavated materials of cutting :- Yes

stuff is incorporated in the D.T.P. ?

6. Whether the mention, regarding the route to be carried :- Yes

out before execution is made in the D.T.P. ?

7. If so, state the Item No. with description and test to be :- Yes

carried out in brief ?

8. Whether the mention, regarding the tests to be carried :- Yes

during execution is made, state the Item No. with

description and details of test to be carried out in brief.

9. Whether reference to P.W.D. Hand Book, I.S. :- Yes

Specification or I.R.C. Clauses are mentioned correctly

and relevantly in the respectively item ?

10. Whether average rate of Earthe work is divided and :- Not Applicable

entered in Schedule-B ? If so, give Rate Analysis.

11. Whether the specification or alternative item, if any is :- Not Applicable

12. Whether the description of each item literally and :- Yes

exactly tally with that in Schedule-B ?

1. Whether statement of Item Not put to tender is :- Yes

incorporated with details ?

2. Whether the amount of sanctioned estimate tally with :- Yes

the total amount put to tender, amount of items not put

the total amount put to tender, amount of items not put

3. Whether Page numbering in D.T.P. is made ? :- Yes

4. Whether permission to split up to work, if any is :- Question does not arise.

sought from the competent authority ?

5. Whether the general specification and other relevant :- Yes

records are incorporated in the D.T.P. ?

6. Whether Executive Engineer has signed the D.T.P. :- Yes

and all corrections are fully attested by him ?

7. Whether the D.T.P. are submitted in well bound :- Yes

volume and in tidy fashion ?

Dy. Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division, Panchayat (R & B) Division,

karjan Vadodara

Name Of Work :- Constructing of Deep Causeway on Dhadhar River at Suravada Village (V.R.N.P.) Ta. :-

Karjan Dist. :- Vadodara Under BAUJO(2025-26)

Taluka :Karjan District : Vadodara

(To be issued by Deputy Executuve Engineer)

I have personally examined the D.T.P. & have personally

verified all the points and found to be in order. Further I have

satisfied my self with the fact that there is no ambiguity or

discrepancy in the D.T.P submitted herewith which may lead to

financial or contractual.

DRAFT TENDER PAPERS

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Divison Panchayat (R & B) Division

karjan Vadodara

Name Of Work :- Constructing of Deep Causeway on Dhadhar River at Suravada

Village (V.R.N.P.) Ta. :-Karjan Dist. :- Vadodara Under BAUJO(2025-26)

Taluka :Karjan District : Vadodara

STATEMENT SHOWING THE DIFFERENCE BETWEEN DTP & ESTIMATE AMOUNT

AMOUNT PUT TO TENDER

1 T.S. Estimate Amount : Rs. :

2 D. T. P. Amount : Rs. :

3 Difference : Rs. :

AMOUNT NOT PUT TO TENDER

ITEM CREATING DIFFERENCE

1 Difference due 1 % Q.C. Charges : Rs. :

2 Difference due 1 % Contigency

Charges : Rs. :

3 Road Safety Audit Rs. :

4 Add 18% GST Rs. :

5 Add Diversion Credit Rs. : -

6 Credit For Dismentalling & Reuse Rs. : - Deduct

7 Difference due to round figure in estimate : Rs. :

& Arithmatic Calculation Mistake

8 Difference due to Av. Rate in DTP : Rs. :

9 Total Difference : Rs. :

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R&B) Division

karjan Vadodara

Constructing of Deep Causeway on Dhadhar River at Suravada Village

(V.R.N.P.) Ta. :-Karjan Dist. :- Vadodara Under BAUJO(2025-26)

CONSOLIDATED STATEMENT (T.M.T. STEEL)

Item Total Total

Description of Item Unit Rate

Providing and laying in position FE 500D TMT bar reinforcement MT. 6.22 73858.7

including cutting, bending, hooking and tying complete as per detailed

drawings for thefollowing.(A) Piers (B) Abutments (C) R.C.C. Returns

Average Amount (V) 6.22 73858.7

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R&B) Division

karjan Vadodara

Name Of Work :- Constructing of Deep Causeway on Dhadhar River at Suravada Village (V.R.N.P.) Ta. :-Karjan Dist. :-

Vadodara Under BAUJO(2025-26)

Taluka :Karjan District : Vadodara

STATEMENT SHOWING CEMENT CONSUMPTION

Rate of Total Qty of

It No Item Unit Total Qty cement to be cement

use in kg per required in Kg.

1 6 Providing & Casting in situ ordinary cement concrete M-250 mix Cum 43.00 380.00

with Trimix C.C Road laid as directed including temping, vibrating,

finishing, curing and filling in joints with bitumen etc as per

Engineer Incharge.

2 7 Providing and fixing guard stone as per I.R.C. type design including Nos. 368.00 10.00

white washing etc. complete.(ii) Fixing in C.C. 1:5:10

3 8 Citizen's information Board Providing and fixing of typical Nos. 1.00 50.00

information board as per instruction.Two MS plates of 1.6 mm

thick,of 900 mm x 750 mm size fixed at top and bottom duly welded

with MS angles of 25 x25 x 5 mm thick M.S. plate shall be welded

by welded bt two vertical M.S.flats & four horizontal M.S. flates

mm thick to 75 mm x 75 mm of 12 SWG square tubes posts duly

embedded in cement conctrete M-15 grade block of 600 mm x

mm x 75 mm,below ground level.Painting New letters & figure of

any shade with ready mixed synthetic enample paint of superior

quality in required shade and colour,All sections of framed posts and

steel tube will be painted with primer and two coars of epoxy paints

as per drawings clause 1701 and Annexure 17001 (10.16)

4 10 Cautionary Warning Sign :-Providing and fixing sing boards made Nos. 6.00 25.00

out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral

triangle as per design of IRC-67-1977. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint ;reflectorised with retro

refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long

stand postand frame fabricated from suitable sizeiron angle of 35 x

35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality

epoxy coatings in black andwhite bends. The details of symbol

foreach board shall be as per theinstruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)

5 12 Supply & fixing logo board of Budget Ucchak Jogvai diamond size No. 1.00 25.00

(600mm x 600mm) 16 Gauge & board plate size (900mm x 250mm)

16 Gauge thick M.S plate and 2.40 mt. deep length single angle 75 x

75 x 6 mm size including fitting and painting lettering with luminous

color as per drawing etc.

6 13 Providing and filling in foundation with ordinary Cement concrete M- Cum 22.00 220.00

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

7 14 Supplying and fixing reinforced concrete heavy duty non-pressure Rmt 225.00 12.00

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (To level of slops of I.S. 458 /

Class NP4 of following internal diameter. (iv) 1200 mm dia.

Rate of Total Qty of

It No Item Unit Total Qty cement to be cement

use in kg per required in Kg.

8 16 Informatory Signs :-Providing and fixing sing boards made out of Nos. 1.00 50.00

2mm aluminium sheet; size 80 x 60cms. rectangle as per the design

of IRC-67-1977 pre treated with phospheting process & acid teching;

coated with one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm

as required; painted with best qualityepoxy coatings in black and

whitebends. the details of symbol for eachboard shall details of

symbol for eachboard shall be as per the instruction ofengineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing tec. complete under

the supervision of engineer in charge.(A) Engineer Grade(VR)...

9 17 Providing & Fixing " FLOOD GUAGE POST" on Causeway /dip Nos. 2.00 50.00

having (Channel size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e.

Painting & lettering with ordinary paint colour as per instruction of

engineer in charge.

10 19 Providing and filling in foundation with ordinary Cement concrete Cum 517.10 290.00

mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

11 20 Providing & casting in situ oridinary cement concrete M-200 Mix Cum 1817.97 360.00

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating and finishing concrete without v-

grooves. (A) 0 to 5 mt

12 22 Providing and casting in situ controlled cement concrete M-250 for Cum 44.51 380.00

average 75 mm thick wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and fillingin joints with bitumen

STATEMENT SHOWING STEEL CONSUMPTION

Sr Total Qty in

It No Item Unit Qty

1 15 Providing TMT Bar FE500D reinforcement for R.C.C. work Kg 932.00

including bending, binding and placing in position complete upto

floor two level

2 21 Providing and placing in position I.S.I. mark steel bar reinforcement M.T 6.22

(T.M.T.) of grade Fe-500D for following items including cutting,

bending, hooking, tying etc. complete as per detailed drawings and

specifications for various structural components.

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R&B) Division

karjan Vadodara

Name Of Work :- Constructing of Deep Causeway on Dhadhar River at Suravada Village

(V.R.N.P.) Ta. :-Karjan Dist. :- Vadodara Under BAUJO(2025-26)

STATEMENT SHOWING THE PRICE ADJUSTMENT

I. Amount put to tender = Rs.

II. Statement B1 (Total Cost of cement ) = 4445236.20 II

III Statement B1 (Total Cost of Steel ) = 425447.20 III

IV Statement B1 (Total Cost of Asphalt ) = 0.00 IV

V Cost of Fuel = 1323631.76 V

VI Cost of Other materials = Rs.

Total (II+III+IV+V+VI) = 7533199.51 VII

VIII Total Cost of Plant ,Machinery & Labour = (I- VII)

IX Cost of Plant & Machinery Spares @60% of (VIII) = 4374595.10 IX

X Cost of Labour = 40% OF (VIII) = 2916396.73 X

(1) Percentage of Labour (PL)

(2) Percentage of Cement (PC)

(3) Percentage of Steel (PS)

02. Sch B_Baujo_ Survada Village Cuaseway on dhadhar river - 32 - Fixation of POL

(4) Percentage of Bitumen (Pb)

(5) Percentage of P.O.L. (Pf)

Cost of P.O.L. = Rs.

(6) Percentage of Plant & Machinery Spares (Pp)

(7) Percentage of other Materials (Pm)

Total = 100.00 %

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R&B) Division

karjan Vadodara

02. Sch B_Baujo_ Survada Village Cuaseway on dhadhar river - 33 - Fixation of POL

Name Of Work :- Constructing of Deep Causeway on Dhadhar River at Suravada

Village (V.R.N.P.) Ta. :-Karjan Dist. :- Vadodara Under BAUJO(2025-26)

DETAILS OF COST OF MATERIALS

Sr Item Name of Material Amount % of Amount of

No. No. material material

1 8 Informatory Sign board 22997.70 90%

2 9 Road marking with thermoplastic paints 8273.70 90%

3 10 Cautionary Warning Sign 22851.96 90%

5 12 Budget Ucchak Jogvai diamond size 4139.99 90%

Total Rs. 1683076.89

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R&B) Division

karjan Vadodara

02. Sch B_Baujo_ Survada Village Cuaseway on dhadhar river - 35 - STATE-B

Name Of Work :- Constructing of Deep Causeway on Dhadhar River at

Suravada Village (V.R.N.P.) Ta. :-Karjan Dist. :- Vadodara Under

DETAILS OF COST of Cement, Steel & Asphalt

Item Name of Material Qty Unit Rate Amount of

1 Cement OPC 53 Grade 849.30 MT 5234.00

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R&B) Division

karjan Vadodara

Name Of Work :- Constructing of Deep Causeway on Dhadhar River at Suravada

Village (V.R.N.P.) Ta. :-Karjan Dist. :- Vadodara Under BAUJO(2025-26)

CALCULATION OF P.O.L.

1. Carriage of sand :-

Qty = 1022.00 Cumt.

No. of trip = 1022.00 / 6 = 170.00 Trip

Now Diesel required = 15130.00 / 4 = 3782.50 Lit.

Amount of Diesel = 3782.50 x 88.00 =

Add 10% Oil charges (Sor It M.188/p.11) =

2. Carriage of Road Materials

1 B.T. chips 53mm to 9.5 mm = 28.80 Cum.

2 B.T. chips 9.5mm to 2.36 mm = 2035.70 "

5 B.T. chips 63 to 45 mm = 0.00 "

6 B.T. chips 45 to 22.4 mm = 0.00 "

8 B.T. chips 13.20 mm = 0.00 "

9 B.T. chips 53 to 22.5 mm = 26.62 "

14 B.T. Grit 6 mm = 0.00 "

15 B.T. chips 25 mm to 40 mm = 0.00 "

16 B.T. chips 10 mm to 20 mm = 0.00 "

17 B.T. chips 6.0 mm to 10 mm = 0.00 "

18 B.T. chips 13.2 mm` to 9.5mm = 0.00 "

19 B.T. chips 26.5 mm to 19 mm = 0.00 "

20 B.T. chips 20 mm to 10mm = 0.00 "

21 B.T. grit 13.2mm to 4.75 mm = 0.00 "

24 Stone dust (Below 2.36mm) = 18.86 "

25 Rubble stone pitching = 0.00 "

26 Quarry spalls = 0.00 "

Total = 2115.26 Cum

Nos. of Trip = 2115.26 / 6 = 353.00 Trip

Diesel required = 39536.00 / 4 = 9884.00 Litre

Amount of diesel = 9884.00 x 88.00 =

Add 10% Oil charges (Sor It M.188/p.11) =

02. Sch B_Baujo_ Survada Village Cuaseway on dhadhar river - 39 - POL-Calculation

3. Carriage of Bulk Asphalt & Emulsion

A Bulk Asphalt VG-30 grade = 0.00 M.T.

Total = 0.00 M.T.

Nos. of Trip = 0.00 / 12 = 0.00 Trip

Total Km. = 0.00 x 0 = 0.00 Km.

Diesel required = 0.00 / 4 = 0.00 Litre

Amount of diesel = 0.00 x 88.00 =

Add 10% Oil charges =

4. Consolidation

a GSB-I - 150mm thick 45.00 Cum

b WBM I - 75mm thick 0.00 Cum

c WBM II - 75mm thick 22.00 Cum

d Tack coat(4.0 kg/10 Sqmt) = 0.00 Sq.mt.

e Tack coat(2.5 kg/10 Sqmt) = 0.00 Sq.mt.

f 37.5mm thick BSG = 0.00 M.T.

g 25 mm thick Carpet = 0.00 M.T.

h Sealcoat = 0.00 M.T.

i 37.50mm thick BM = 0.00 M.T.

j 25 mm thick SDBC= 0.00 M.T.

Total Consolidation (a) to (g) = 593.33 Sq.mt.

For consolidation of 1460 Sq.mt. - 20 Lit. diesel required

Diesel required = = 8.12 Lit.

02. Sch B_Baujo_ Survada Village Cuaseway on dhadhar river - 40 - POL-Calculation

5. Drum Mix Plant Operation

Total mix Material

37.5 mm BSG + 50 mm BM +25 mm SDBC+25 mm carpet +Sealcoat

Considering L.D.O. required for M.T. is 6 lit. = 0.00 x

Say = 0.00 Lit.

Cost of L.D.O. = 0.00 x 57.95 =

Add 10% Oil charges (01-02-26) =

Grand Total (1) to (5) =

Grand Total (1) to (5) =

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R&B) Division

karjan Vadodara

02. Sch B_Baujo_ Survada Village Cuaseway on dhadhar river - 41 - POL-Calculation

Name Of Work :- Constructing of Deep Causeway on Dhadhar River at Suravada Village (V.R.N.P.)

Ta. :-Karjan Dist. :- Vadodara Under BAUJO(2025-26)

Sr No. Clause no Page

1 Principle Approval Date and - - :-

Amount (Attach letter)

2 Administrative Approval Date and - - :- VRR-2025-Jo.No.-08-D.2

Amount (Attach letter ) Dtd.15/01/2026 Sr No. 1 for Rs.

175.00 lacs Under BAUJO (Normal)

3 Technical Approval Date and - - :-

Amount (Attach letter)

Constructing of Deep Causeway on Dhadhar River at Suravada Ts. For Rs - 17492550 By

Village (V.R.N.P.) Ta. :-Karjan Dist. :- Vadodara S.E.Panchyat ,R & B Vadodara Circle,

as per Sr. No. 589 Pg.No.107 in March

5 DTP amount IFB 4 :-

6 Tender Fee Rs. - - :- 3600.00 Rs

(As per GR- PRCH-102000-IB-

Above 10.0 Cr.- Rs 18000)

7 Earnest Money Deposit (Bid IFB 4 :-

Security-1% of DTP amount) Rs. point 6

8 Time Limit (Months) Section 3 41 :- 06 (Six) Months (Including Monsoon

9 Annual Financial Turnover Section 1 cl. 9 :-

Amount Rs. 4.5.3(a)

10 Defect Liability Period (In Section 3 46 :-

Months & includes no. of cl. 33.1 ( C ) 36 Months (including 3 monsoons)

11 Free Maintenance Guarantee Period Section 3 46 :-

(for Road & Bridge Construction) cl. 33.2 (b)

12 Registration/Category - - :-

required Bridge and above

13 Site Possession Date Section 3 42 :- 1st day of Work order#

14 Period between Program Section 3 44 :- 30 days

Update (Days) cl.

15 Amount to be withheld for late Section 3 44 :- 1.00 Lakh

submission of Program cl.

16 Milestone: - Section 3 53 :- % of work Days

(A) Milestone 1 - - :- 25% 45 Days

(B) Milestone 2 - - :- 50% 90 Days

(C) Milestone 3 - - :- 75% 135 Days

(D) Milestone 4 - - :- 100% 180 Days

#In case of LA/FRA is in progress give likely date.

17 Price Adjustment Components Section 4 66 :- % Input index/price*

(A) Labour, PL Section 4 66 :- PL= 19.67 Lo=

(B) Cement, PC Section 4 66 :- PC= 29.99 Co=

(C) Steel, P S Section 4 67 :- PS= 2.87 So=

(D) Bitumen, P b Section 4 67 :- Pb= 0.00 Bo=

(E) POL, P f Section 4 68 :- Pf= 8.93 Fo=

(F) Plant and Machinery Spares Pp Section 4 68 :- Pp= 29.51 Po=

(G) Other Materials, Pm Section 4 69 :- Pm= 9.03 Mo=

18 Amount to be withheld for Section 3 56 :- 2.00 Lakh

19 Percentage Rate Contract Section 7 78 :-

*Input index/price for each component on 28 days preceding the date of opening of technical bid shall be

This is to certify that the contract document prepared for the work

Constructing of Deep Causeway on Dhadhar River at Suravada Village (V.R.N.P.) Ta. :-

Karjan Dist. :- Vadodara Under BAUJO(2025-26)

is based on the Standard Bidding Document Procurement of Civil Works published by

R&B department letter No. RBD/0346/10/2023 dated 12/10/2023.

No further modification and alteration in this standard format has been made by this office.

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R&B) Division

karjan Vadodara